CN110717291B - Welding structure deformation simulation method, device, equipment and storage medium - Google Patents

Welding structure deformation simulation method, device, equipment and storage medium Download PDF

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CN110717291B
CN110717291B CN201910918981.0A CN201910918981A CN110717291B CN 110717291 B CN110717291 B CN 110717291B CN 201910918981 A CN201910918981 A CN 201910918981A CN 110717291 B CN110717291 B CN 110717291B
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welding
plastic strain
finite element
coordinate system
structural part
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CN110717291A (en
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庞盛永
梁吕捷
王靖升
李文
黄安国
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Huazhong University of Science and Technology
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Huazhong University of Science and Technology
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    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T17/00Three dimensional [3D] modelling, e.g. data description of 3D objects
    • G06T17/20Finite element generation, e.g. wire-frame surface description, tesselation

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Abstract

The invention discloses a method, a device, equipment and a storage medium for simulating deformation of a welding structural part, wherein the method comprises the following steps: acquiring a welding joint finite element model of a structural part and a finite element model of the structural part; carrying out thermal elastic plastic finite element analysis on the welding joint finite element model to obtain welding residual plastic strain under a local coordinate system of the welding joint; carrying out coordinate transformation on the welding joint plastic strain to obtain the welding plastic strain under the global coordinate system of the structural member; the welding plastic strain is distributed on a preset plane under a global coordinate system; acquiring projection information of the welding joint finite element model and the finite element model of the structural member on a preset plane, and forming a calculation area on the preset plane according to the projection information; according to the distribution of the welding plastic strain on the preset plane in the calculation area, the plastic strain corresponding to the structural part is obtained, the deformation of the large complex structural part can be accurately predicted, and design and optimization reference is provided for the actual structural part.

Description

Welding structure deformation simulation method, device, equipment and storage medium
Technical Field
The invention relates to the field of welding numerical simulation application, in particular to a welding structural part deformation simulation method, device, equipment and storage medium.
Background
Welding is a very important and critical area in manufacturing, and welding of large complex structural members is one of the leading issues in engineering. In the welding of large-scale complicated structural parts, the problems of difficult prediction, difficult control, difficult correction and the like of welding deformation often exist. The simulation technology for the welding deformation of the large-scale complex structural part can solve the problems from a design end to an optimization end and provides a digital solution. However, the deformation simulation calculation amount of the large-scale complex welding structural part is huge, and the calculation accuracy is difficult to guarantee. The accuracy and efficiency of the calculation are completely dependent on the core algorithm and solution technology. At present, the solving technology taking the inherent strain algorithm as the core has limited precision, the simulation deformation form is too single, the welding shrinkage deformation and the angular deformation can only be calculated, the solving method based on the thermal-elastic-plastic theory has huge calculation amount and intolerable calculation time, so that the deformation simulation of the ultra-large and ultra-complex welding structure still lacks the core algorithm.
Disclosure of Invention
In view of the above problems, an object of the present invention is to provide a method, an apparatus, a device and a storage medium for simulating welding structural member deformation, so that a large amount of calculations of the entire structural member are reduced to zero, thereby avoiding complex nonlinear calculations performed on a large number of grids, greatly increasing the speed of the simulation of welding deformation of a large-scale complex structural member, accurately predicting the deformation of the large-scale complex structural member, and providing design and optimization references for the actual structural member.
In a first aspect, an embodiment of the present invention provides a method for simulating deformation of a welded structural member, including:
acquiring a welding joint finite element model of a structural part and a finite element model of the structural part;
performing thermal elastic plastic finite element analysis on the welding joint finite element model to obtain welding residual plastic strain under a local coordinate system of the welding joint;
carrying out coordinate transformation on the welding joint plastic strain under the local coordinate system to obtain the welding plastic strain under the global coordinate system of the structural member; wherein the weld plastic strain is distributed in a predetermined plane under the global coordinate system; the preset plane is a vertical plane of a welding seam of the structural part;
acquiring projection information of a welding joint finite element model and a finite element model of a structural part on the preset plane, and forming a calculation area on the preset plane according to the projection information;
and obtaining the corresponding plastic strain of the structural member according to the distribution of the welding plastic strain on the predetermined plane in the calculation area so as to predict the deformation condition of the structural member.
Preferably, before the step of obtaining the welding joint finite element model of the structural member and the structural member finite element model, the method further comprises the following steps:
acquiring a pre-established three-dimensional geometric model of a structural part;
acquiring a welding joint geometric model of the structural part according to the three-dimensional geometric model of the structural part;
network division is carried out according to the geometric model of the welding joint, and a finite element model of the welding joint is generated;
carrying out network division according to the three-dimensional geometric model of the structural part to generate a finite element model of the structural part; .
Preferably, the welding plastic strain of the welding joint in the local coordinate system is transformed by coordinates to obtain the welding plastic strain in the global coordinate system of the structural member, specifically:
transforming the welding joint plastic strain in the local coordinate system from the welding joint welding seam coordinate system to a structural member welding seam coordinate system to obtain the welding plastic strain in the structural member global coordinate system; the welding seam coordinate system is a Cartesian coordinate system established based on a welding seam sign line and a welding gun direction corresponding to the welding seam sign line.
Preferably, if the welding plastic strain is distributed on a predetermined plane under the global coordinate system, acquiring projection information of a finite element model of the welding joint and a finite element model of the structural member on the predetermined plane, and forming a calculation region on the predetermined plane according to the projection information, specifically:
dividing the predetermined plane based on first projection information of a welding joint finite element model on the predetermined plane to obtain a mother area on the predetermined plane;
dividing the mother area based on second projection information of a finite element model of a structural part on the preset plane to form a calculation area on the preset plane; wherein the calculation region comprises a plurality of sub-regions.
Preferably, according to the distribution of the welding plastic strain on the predetermined plane in the calculation area, obtaining the plastic strain corresponding to the structural member to predict the deformation condition of the structural member, specifically;
performing integral summation on the welding plastic strain in each sub-area to obtain an integral point plastic strain value of each sub-area;
and performing integral reverse calculation on the parent region according to the integral point plastic strain values of the sub-regions to obtain the weld joint plastic strain corresponding to the parent region of the structural member so as to predict the deformation condition of the structural member.
Preferably, the method further comprises the following steps:
and visualizing the data obtained after the mapping is finished by adopting Inteweld software or an open source visualization program.
The embodiment of the invention also provides a device for simulating the deformation of the welded structural part, which comprises the following steps:
the finite element model acquisition unit is used for acquiring a welding joint finite element model of the structural part and a finite element model of the structural part;
the welding residual plastic strain acquisition unit is used for carrying out thermal elastic plastic finite element analysis on the welding joint finite element model so as to obtain the welding residual plastic strain under a local coordinate system of the welding joint;
the coordinate transformation unit is used for transforming the welding joint plastic strain under the local coordinate system through coordinates to obtain the welding plastic strain under the global coordinate system of the structural member; wherein the weld plastic strain is distributed in a predetermined plane under the global coordinate system; the preset plane is a vertical plane of a welding seam of the structural part;
the calculation region acquisition unit is used for acquiring projection information of the welding joint finite element model and the finite element model of the structural part on the preset plane and forming a calculation region on the preset plane according to the projection information;
and the deformation condition prediction unit is used for obtaining the plastic strain corresponding to the structural member according to the distribution of the welding plastic strain on the predetermined plane in the calculation area so as to predict the deformation condition of the structural member.
Preferably, the method further comprises the following steps:
the three-dimensional geometric model acquisition unit is used for acquiring a pre-established three-dimensional geometric model of the structural part;
the welding joint geometric model obtaining unit is used for obtaining a welding joint geometric model of the structural part according to the three-dimensional geometric model of the structural part;
the first generation unit is used for carrying out network division according to the welding joint geometric model to generate a welding joint finite element model;
and the second generation unit is used for carrying out network division according to the three-dimensional geometric model of the structural part to generate a finite element model of the structural part.
Preferably, the coordinate transformation unit is specifically configured to:
transforming the welding joint plastic strain in the local coordinate system from the welding joint welding seam coordinate system to a structural member welding seam coordinate system to obtain the welding plastic strain in the structural member global coordinate system; the welding seam coordinate system is a Cartesian coordinate system established based on a welding seam sign line and a welding gun direction corresponding to the welding seam sign line.
Preferably, the calculation region obtaining unit specifically includes:
the welding joint finite element model acquisition module is used for acquiring a first projection information of a welding joint finite element model on a preset plane;
the calculation region forming module is used for dividing the mother region based on second projection information of the finite element model of the structural member on the preset plane so as to form a calculation region on the preset plane; wherein the calculation region comprises a plurality of sub-regions.
Preferably, the deformation situation prediction unit specifically includes;
the integral summation module is used for carrying out integral summation on the welding plastic strain in each sub-area so as to obtain an integral point plastic strain value of each sub-area;
and the integral back-calculation module is used for carrying out integral back-calculation on the parent region according to the integral point plastic strain values of the sub-regions to obtain the weld joint plastic strain corresponding to the parent region of the structural member so as to predict the deformation condition of the structural member.
Preferably, the method further comprises the following steps:
and visualizing the data obtained after the mapping is finished by adopting Inteweld software or an open source visualization program.
In a third aspect, an embodiment of the present invention further provides a welded structure deformation simulation method apparatus, including a processor, a memory, and a computer program stored in the memory, where the computer program is executable by the processor to implement the welded structure deformation simulation method according to the first aspect.
In a fourth aspect, the embodiment of the present invention further provides a computer-readable storage medium, where the computer-readable storage medium includes a stored computer program, where when the computer program runs, the apparatus on which the computer-readable storage medium is located is controlled to perform the welding structure deformation simulation method described above.
The embodiment of the invention has the following beneficial effects:
in the embodiment, the Local-Global idea is adopted, and the welding residual plastic strain obtained after the thermal-elastic-plastic finite element analysis of the Local welding joint is quickly mapped to the Global coordinate system of the large-scale structural member, so that the whole calculation of the whole structural member is divided into zero, complex nonlinear calculation of a large number of grids is avoided, the speed of welding deformation simulation of the large-scale complex structural member is greatly increased, the information of the original plastic strain is reduced to the maximum extent, the most important guarantee is provided for accurately predicting the deformation of the large-scale complex welding structural member, and reference is provided for designing and optimizing process parameters.
Drawings
In order to more clearly illustrate the technical solution of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic flow chart of a method for simulating deformation of a welded structural member according to a first embodiment of the present invention.
Fig. 2 is a schematic structural diagram of a weld coordinate system established by a weld joint marking line of a welded joint and a welding gun direction corresponding to the weld joint marking line according to an embodiment of the present invention.
FIG. 3 is a schematic diagram of a relationship between a weld coordinate system of a weld joint, a weld coordinate system of a structural member, and a global coordinate system of a weld joint according to an embodiment of the present invention.
FIG. 4 is a projection diagram of first projection information based on a finite element model of a weld joint according to an embodiment of the present invention.
FIG. 5 is a projection diagram of second projection information of a finite element model of a structural member according to an embodiment of the present invention.
FIG. 6 is a schematic diagram of projection area intersection according to an embodiment of the present invention.
FIG. 7 is a schematic diagram of the sum of the sub-region plastic strain integrals for an embodiment of the present invention.
Fig. 8 is a schematic structural diagram of a device for simulating deformation of a welded structural member according to a second embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
For better understanding of the technical solutions of the present invention, the following detailed descriptions of the embodiments of the present invention are provided with reference to the accompanying drawings.
It should be understood that the described embodiments are only some embodiments of the invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The terminology used in the embodiments of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used in the examples of the present invention and the appended claims, the singular forms "a," "an," and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise.
It should be understood that the term "and/or" as used herein is merely one type of association that describes an associated object, meaning that three relationships may exist, e.g., a and/or B may mean: a exists alone, A and B exist simultaneously, and B exists alone. In addition, the character "/" herein generally indicates that the former and latter related objects are in an "or" relationship.
The word "if" as used herein may be interpreted as "at … …" or "when … …" or "in response to a determination" or "in response to a detection", depending on the context. Similarly, the phrases "if determined" or "if detected (a stated condition or event)" may be interpreted as "when determined" or "in response to a determination" or "when detected (a stated condition or event)" or "in response to a detection (a stated condition or event)", depending on the context.
In the embodiments, the references to "first \ second" are merely to distinguish similar objects and do not represent a specific ordering for the objects, and it is to be understood that "first \ second" may be interchanged with a specific order or sequence, where permitted. It should be understood that "first \ second" distinct objects may be interchanged under appropriate circumstances such that the embodiments described herein may be practiced in sequences other than those illustrated or described herein.
The first embodiment is as follows:
referring to fig. 1 to 5, a first embodiment of the present invention provides a welding structure deformation simulation method, which can be executed by a welding structure deformation simulation method device (hereinafter referred to as a simulation device), and in particular, executed by one or more processors in the simulation device, and at least includes the following steps:
s101, obtaining a welding joint finite element model of the structural part and a finite element model of the structural part.
In the embodiment, the simulation equipment firstly acquires a pre-established three-dimensional geometric model of the structural part; and acquiring a welding joint geometric model of the structural member according to the three-dimensional geometric model of the structural member, then carrying out meshing division on the welding joint geometric model to generate a welding joint finite element model, and carrying out meshing division on the three-dimensional geometric model to generate a finite element model of the structural member. It should be noted that, the adopted unit form of the welding joint finite element model obtained by meshing the welding joint geometric model is a solid unit; and obtaining a finite element model of the shell structural member by meshing the three-dimensional geometric model, wherein the adopted unit form is also a solid unit.
And S102, carrying out thermal elastic plastic finite element analysis on the welding joint finite element model to obtain welding residual plastic strain under a local coordinate system of the welding joint.
In this embodiment, the simulation device performs a thermo-elastic-plastic finite element analysis on a finite element model of the welding joint by using Inteweld welding simulation software to obtain a welding residual plastic strain under a local coordinate system of the welding joint, where Inteweld is a piece of welding structure stress deformation process simulation software.
S103, carrying out coordinate transformation on the welding joint plastic strain under the local coordinate system to obtain the welding plastic strain under the global coordinate system of the structural member; wherein the weld plastic strain is distributed in a predetermined plane under the global coordinate system; the preset plane is a vertical plane of the welding seam of the structural part.
In the embodiment, the welding joint plastic strain under the local coordinate system is transformed from the welding joint weld coordinate system to the structural member weld coordinate system to obtain the welding plastic strain under the structural member global coordinate system; as shown in fig. 2, the weld coordinate system in the local coordinate system is a cartesian coordinate system established based on the weld mark line and the welding gun direction corresponding to the weld mark line, and specifically, the weld coordinate system is a cartesian coordinate system established by using a certain point on the weld as an origin, the weld and the welding gun direction perpendicular thereto as two axes, and determining a third axis by using a right-hand spiral rule. Of course, it will be appreciated that the weld coordinate system of the structural member is consistent with the method of establishing the weld coordinate system of the weld joint. The weld joint weld coordinate system, the structural member weld coordinate system, and the global coordinate system are then related as shown in fig. 3.
S104, acquiring projection information of the welding joint finite element model and the finite element model of the structural member on the preset plane, and forming a calculation area on the preset plane according to the projection information.
In this embodiment, the first projection information of the finite element model of the weld joint on the predetermined plane is that the strain distribution of the finite element model of the weld joint in the three-dimensional space in the unit of hexahedron is converted into the strain distribution in the unit of quadrilateral in the two-dimensional plane, as shown in fig. 4. And the second projection information of the finite element model based on the structural member on the preset plane is a unit traversing the welding seam area of the large-scale structural member, and for each unit, the information is projected to the vertical plane of the welding seam of the structural member, as shown in fig. 5.
The method comprises the steps of firstly dividing a preset plane based on first projection information of a welding joint finite element model on the preset plane to obtain a mother area on the preset plane. For example, the region surrounded by points A1-A4 shown in FIG. 6 is the parent region. Then dividing the mother area based on second projection information of a finite element model of a structural part on the preset plane to form a calculation area on the preset plane; the calculation region includes a plurality of sub-regions, for example, as shown in fig. 6, the mother region is divided by a connection line of points b1-b10, resulting in a plurality of sub-regions S or S' in fig. 6.
And S105, obtaining the plastic strain corresponding to the structural member according to the distribution of the welding plastic strain on the preset plane in the calculation area, so as to predict the deformation condition of the structural member.
In this embodiment, the weld plastic strain in each sub-region is first integrated and summed to obtain an integrated point plastic strain value for each sub-region, e.g., as shown in FIG. 7 for each sub-region ΦiJoint plastic strain in (i-1, 2 … 8)
Figure BDA0002216954360000081
Are integrated and summed to obtain ESum
Figure BDA0002216954360000082
And then, according to the integral point plastic strain values of the sub-regions, carrying out integral reverse calculation on the parent region to obtain the weld joint plastic strain epsilon corresponding to the structural member parent regionglobal(ii) a Predicting the deformation condition of the structural member; wherein E issum=∫Φglobal}dV。
In summary, by adopting the idea of Local-Global, the welding residual plastic strain obtained after the thermal-elastoplastic finite element analysis of the Local welding joint is quickly mapped to the Global coordinate system of the large-scale structural member, so that the whole calculation of the whole structural member is divided into parts, the complex nonlinear calculation of a large number of grids is avoided, the speed of the welding deformation simulation of the large-scale complex structural member is greatly increased, the information of the original plastic strain is reduced to the maximum extent, the most important guarantee is provided for accurately predicting the deformation of the large-scale complex welding structural member, and the reference is provided for designing and optimizing process parameters.
On the basis of the above embodiment, in a preferred embodiment of the present invention, the method further includes: and visualizing the data obtained after the mapping is finished by adopting Inteweld software or an open source visualization program. In the embodiment, intewedd software or open source visualization Paraview is adopted to perform visualization processing on simulation data obtained in a simulation process, a plastic strain field obtained through calculation is subjected to visualization analysis, the quality of a calculation result is researched and judged, various indexes and curves such as plastic strain data and the like are extracted, a corresponding physical field solver is compiled by adopting a C + + language, the simulation data obtained in the simulation process is subjected to visualization processing by adopting the intewedd software or the open source visualization Paraview, and visualization interface development is performed on the basis of a VTK (virtual tool kit) and a QT (quality assurance) platform, so that an analyst can obtain the deformation result of an integral structural member by using a computer, a reference is provided for designing and optimizing process parameters, and an important tool is provided for the formulation of a welding process.
Second embodiment of the invention:
referring to fig. 8, an embodiment of the present invention further provides a welded structural member deformation simulation method and apparatus, including:
a finite element model obtaining unit 100, configured to obtain a welding joint finite element model of the structural member and a finite element model of the structural member;
a welding residual plastic strain obtaining unit 200, configured to perform a thermo-elastic-plastic finite element analysis on the welding joint finite element model to obtain a welding residual plastic strain in a local coordinate system of the welding joint;
the coordinate transformation unit 300 is used for transforming the welding joint plastic strain in the local coordinate system through coordinates to obtain the welding plastic strain in the global coordinate system of the structural member; wherein the weld plastic strain is distributed in a predetermined plane under the global coordinate system; the preset plane is a vertical plane of a welding seam of the structural part;
a calculation region obtaining unit 400, configured to obtain projection information of the welding joint finite element model and the finite element model of the structural member on the predetermined plane, and form a calculation region on the predetermined plane according to the projection information;
and the deformation condition prediction unit 500 is used for obtaining the plastic strain corresponding to the structural member according to the distribution of the welding plastic strain on the predetermined plane in the calculation area so as to predict the deformation condition of the structural member.
Preferably, the method further comprises the following steps:
the three-dimensional geometric model acquisition unit is used for acquiring a pre-established three-dimensional geometric model of the structural part;
the welding joint geometric model obtaining unit is used for obtaining a welding joint geometric model of the structural part according to the three-dimensional geometric model of the structural part;
the first generation unit is used for carrying out network division according to the welding joint geometric model to generate a welding joint finite element model;
and the second generation unit is used for carrying out network division according to the three-dimensional geometric model of the structural part to generate a finite element model of the structural part.
On the basis of the foregoing embodiment, in a preferred embodiment of the present invention, the coordinate transformation unit 300 is specifically configured to:
transforming the welding joint plastic strain in the local coordinate system from the welding joint welding seam coordinate system to a structural member welding seam coordinate system to obtain the welding plastic strain in the structural member global coordinate system; the welding seam coordinate system is a Cartesian coordinate system established based on a welding seam sign line and a welding gun direction corresponding to the welding seam sign line.
On the basis of the foregoing embodiment, in a preferred embodiment of the present invention, the calculation region obtaining unit 400 specifically includes:
the welding joint finite element model acquisition module is used for acquiring a first projection information of a welding joint finite element model on a preset plane;
the calculation region forming module is used for dividing the mother region based on second projection information of the finite element model of the structural member on the preset plane so as to form a calculation region on the preset plane; wherein the calculation region comprises a plurality of sub-regions.
On the basis of the foregoing embodiments, in a preferred embodiment of the present invention, the deformation condition prediction unit 500 specifically includes;
the integral summation module is used for carrying out integral summation on the welding plastic strain in each sub-area so as to obtain an integral point plastic strain value of each sub-area;
and the integral back-calculation module is used for carrying out integral back-calculation on the parent region according to the integral point plastic strain values of the sub-regions to obtain the weld joint plastic strain corresponding to the parent region of the structural member so as to predict the deformation condition of the structural member.
On the basis of the above embodiment, in a preferred embodiment of the present invention, the method further includes:
and visualizing the data obtained after the mapping is finished by adopting Inteweld software or an open source visualization program.
Third embodiment of the invention:
the third embodiment of the invention provides a welding structure deformation simulation method device, which comprises a processor, a memory and a computer program stored in the memory, wherein the computer program can be executed by the processor to realize the welding structure deformation simulation method.
The fourth embodiment of the present invention:
the fourth embodiment of the invention provides a computer-readable storage medium, which includes a stored computer program, wherein when the computer program runs, the apparatus on which the computer-readable storage medium is located is controlled to execute the method for simulating deformation of a welded structural member as described above.
Illustratively, the computer program may be divided into one or more units, which are stored in the memory and executed by the processor to accomplish the present invention. The one or more units can be a series of instruction segments of a computer program capable of realizing specific functions, and the instruction segments are used for describing the execution process of the computer program in the deformation simulation method device of the welding structure.
The welding structure deformation simulation method and device can comprise but not limited to a processor and a memory. It will be understood by those skilled in the art that the schematic diagram is merely an example of the welding structure deformation simulation method device, and does not constitute a limitation on the welding structure deformation simulation method device, and may include more or less components than those shown, or some components in combination, or different components, for example, the welding structure deformation simulation method device may further include an input-output device, a network access device, a bus, etc.
The Processor may be a Central Processing Unit (CPU), other general purpose Processor, a Digital Signal Processor (DSP), an Application Specific Integrated Circuit (ASIC), an off-the-shelf Programmable Gate Array (FPGA) or other Programmable logic device, discrete Gate or transistor logic, discrete hardware components, etc. The general processor can be a microprocessor or the processor can be any conventional processor and the like, and the control center of the welding structure deformation simulation method equipment utilizes various interfaces and lines to connect various parts of the whole welding structure deformation simulation method equipment.
The memory can be used for storing the computer program and/or the module, and the processor can realize various functions of the welding structure deformation simulation method device by operating or executing the computer program and/or the module stored in the memory and calling the data stored in the memory. The memory may mainly include a storage program area and a storage data area, wherein the storage program area may store an operating system, an application program required by at least one function (such as a sound playing function, an image playing function, etc.), and the like; the storage data area may store data (such as audio data, a phonebook, etc.) created according to the use of the cellular phone, and the like. In addition, the memory may include high speed random access memory, and may also include non-volatile memory, such as a hard disk, a memory, a plug-in hard disk, a Smart Media Card (SMC), a Secure Digital (SD) Card, a Flash memory Card (Flash Card), at least one magnetic disk storage device, a Flash memory device, or other volatile solid state storage device.
The unit integrated by the welding structure deformation simulation method and the equipment can be stored in a computer readable storage medium if the unit is realized in the form of a software functional unit and is sold or used as an independent product. Based on such understanding, all or part of the flow of the method according to the embodiments of the present invention may also be implemented by a computer program, which may be stored in a computer-readable storage medium, and when the computer program is executed by a processor, the steps of the method embodiments may be implemented. Wherein the computer program comprises computer program code, which may be in the form of source code, object code, an executable file or some intermediate form, etc. The computer-readable medium may include: any entity or device capable of carrying the computer program code, recording medium, usb disk, removable hard disk, magnetic disk, optical disk, computer Memory, Read-Only Memory (ROM), Random Access Memory (RAM), electrical carrier wave signals, telecommunications signals, software distribution medium, and the like. It should be noted that the computer readable medium may contain content that is subject to appropriate increase or decrease as required by legislation and patent practice in jurisdictions, for example, in some jurisdictions, computer readable media does not include electrical carrier signals and telecommunications signals as is required by legislation and patent practice.
It should be noted that the above-described device embodiments are merely illustrative, where the units described as separate parts may or may not be physically separate, and the parts displayed as units may or may not be physical units, may be located in one place, or may be distributed on multiple network units. Some or all of the modules may be selected according to actual needs to achieve the purpose of the solution of the present embodiment. In addition, in the drawings of the embodiment of the apparatus provided by the present invention, the connection relationship between the modules indicates that there is a communication connection between them, and may be specifically implemented as one or more communication buses or signal lines. One of ordinary skill in the art can understand and implement it without inventive effort.
While the foregoing is directed to the preferred embodiment of the present invention, it will be understood by those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention.

Claims (8)

1. A method for simulating deformation of a welded structural part is characterized by comprising the following steps:
acquiring a welding joint finite element model of a structural part and a finite element model of the structural part;
performing thermal elastic plastic finite element analysis on the welding joint finite element model to obtain welding residual plastic strain under a local coordinate system of the welding joint;
carrying out coordinate transformation on the welding joint plastic strain under the local coordinate system to obtain the welding plastic strain under the global coordinate system of the structural member; wherein the weld plastic strain is distributed in a predetermined plane under the global coordinate system; the preset plane is a vertical plane of a welding seam of the structural part;
acquiring projection information of a welding joint finite element model and a finite element model of a structural member on the preset plane, and forming a calculation area on the preset plane according to the projection information, wherein the projection information specifically comprises the following steps:
dividing the predetermined plane based on first projection information of a welding joint finite element model on the predetermined plane to obtain a mother area on the predetermined plane;
dividing the mother area based on second projection information of a finite element model of a structural part on the preset plane to form a calculation area on the preset plane; wherein the calculation region comprises a plurality of sub-regions;
according to the distribution of the welding plastic strain on the preset plane in the calculation area, obtaining the plastic strain corresponding to the structural member to predict the deformation condition of the structural member, specifically:
performing integral summation on the welding plastic strain in each sub-area to obtain an integral point plastic strain value of each sub-area;
and performing integral reverse calculation on the parent region according to the integral point plastic strain values of the sub-regions to obtain the weld joint plastic strain corresponding to the parent region of the structural member so as to predict the deformation condition of the structural member.
2. The method for simulating the deformation of a welded structure according to claim 1, wherein before the step of obtaining the finite element model of the welded joint of the structure and the finite element model of the structure, the method further comprises:
acquiring a pre-established three-dimensional geometric model of a structural part;
acquiring a welding joint geometric model of the structural part according to the three-dimensional geometric model of the structural part;
network division is carried out according to the geometric model of the welding joint, and a finite element model of the welding joint is generated;
and carrying out network division according to the three-dimensional geometric model of the structural part to generate a finite element model of the structural part.
3. The method for simulating the deformation of the welded structure according to claim 1, wherein the plastic strain of the welded joint in the local coordinate system is transformed by coordinates to obtain the plastic strain of the welded joint in the global coordinate system of the structure, specifically:
transforming the welding joint plastic strain in the local coordinate system from the welding joint welding seam coordinate system to a structural member welding seam coordinate system to obtain the welding plastic strain in the structural member global coordinate system; the welding seam coordinate system is a Cartesian coordinate system established based on a welding seam sign line and a welding gun direction corresponding to the welding seam sign line.
4. The method for simulating the deformation of the welded structure according to claim 1, further comprising:
and visualizing the data obtained after the mapping is finished by adopting Inteweld software or an open source visualization program.
5. A welded structure warp analogue means, characterized by includes:
the finite element model acquisition unit is used for acquiring a welding joint finite element model of the structural part and a finite element model of the structural part;
the welding residual plastic strain acquisition unit is used for carrying out thermal elastic plastic finite element analysis on the welding joint finite element model so as to obtain the welding residual plastic strain under a local coordinate system of the welding joint;
the coordinate transformation unit is used for transforming the welding joint plastic strain under the local coordinate system through coordinates to obtain the welding plastic strain under the global coordinate system of the structural member; wherein the weld plastic strain is distributed in a predetermined plane under the global coordinate system; the preset plane is a vertical plane of a welding seam of the structural part;
the calculation region acquisition unit is specifically used for dividing the preset plane based on first projection information of the welding joint finite element model on the preset plane so as to obtain a mother region on the preset plane;
dividing the mother area based on second projection information of a finite element model of a structural part on the preset plane to form a calculation area on the preset plane; wherein the calculation region comprises a plurality of sub-regions;
the deformation condition prediction unit is used for obtaining the plastic strain corresponding to the structural part according to the distribution of the welding plastic strain on the preset plane in the calculation area so as to predict the deformation condition of the structural part, and the deformation condition prediction unit is specifically used for carrying out integral summation on the welding plastic strain in each sub-area so as to obtain an integral point plastic strain value of each sub-area;
and performing integral reverse calculation on the parent region according to the integral point plastic strain values of the sub-regions to obtain the weld joint plastic strain corresponding to the parent region of the structural member so as to predict the deformation condition of the structural member.
6. The welded structure deformation simulation device according to claim 5, further comprising:
the three-dimensional geometric model acquisition unit is used for acquiring a pre-established three-dimensional geometric model of the structural part;
the welding joint geometric model obtaining unit is used for obtaining a welding joint geometric model of the structural part according to the three-dimensional geometric model of the structural part;
the first generation unit is used for carrying out network division according to the welding joint geometric model to generate a welding joint finite element model;
and the second generation unit is used for carrying out network division according to the three-dimensional geometric model of the structural part to generate a finite element model of the structural part.
7. A welded structure distortion simulation apparatus comprising a processor, a memory and a computer program stored in the memory, the computer program being executable by the processor to implement the welded structure distortion simulation method according to any one of claims 1 to 4.
8. A computer-readable storage medium, comprising a stored computer program, wherein when the computer program runs, the computer-readable storage medium controls a device to execute the method for simulating deformation of a welded structure according to any one of claims 1 to 4.
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